Field and Laboratory Properties of Lime-Treated Cold In-Place Recycled Asphalt Pavements

Field and Laboratory Properties of Lime-Treated Cold In-Place Recycled Asphalt Pavements
Title Field and Laboratory Properties of Lime-Treated Cold In-Place Recycled Asphalt Pavements PDF eBook
Author RA. Tarefder
Publisher
Pages 11
Release 2006
Genre Asphalt concrete
ISBN

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Cold recycling is a technically promising and cost effective method for improving distressed asphalt pavements. Unlike hot-mix recycling, cold recycling lacks extensive field and laboratory performance data. There is no widely accepted cold in-place recycling (CIR) mix design and testing standard available. This study attempts to generate useful field and laboratory data on pavements constructed with CIR mix and technique. Two field case studies are conducted. The testing of field cores and laboratory samples from these two field sites is conducted to address the existing and new methods for design and performance testing of CIR mixes in partial depth pavements. The laboratory tests include physical property testing (e.g., moisture content, gradation, air voids, emulsion, and aggregate properties) and performance-related testing (e.g., resistance to deformation, retained strength, rut, and fatigue). Relative performances of the CIR mixes from the two sites are analyzed.

Eco-efficient Pavement Construction Materials

Eco-efficient Pavement Construction Materials
Title Eco-efficient Pavement Construction Materials PDF eBook
Author Fernando Pacheco-Torgal
Publisher Woodhead Publishing
Pages 422
Release 2020-01-18
Genre Technology & Engineering
ISBN 0128189827

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Eco-efficient Pavement Construction Materials acquaints engineers with research findings on new eco-efficient pavement materials and how they can be incorporated into future pavements. Divided into three distinctive parts, the book emphasizes current research topics such as pavements with recycled waste, pavements for climate change mitigation, self-healing pavements, and pavements with energy harvesting potential. Part One considers techniques for recycling, Part Two reviews the contribution of pavements for climate change mitigation, including cool pavements, the development of new coatings for high albedo targets, and the design of pervious pavements. Finally, Part Three focuses on self-healing pavements, addressing novel materials and design and performance. Finally, the book discusses the case of pavements with energy harvesting potential, addressing different technologies on this field. Offers a clear and concise lifecycle assessment of asphalt pavement recycling for greenhouse gas emission with temporal aspects Applies key research trends to green the pavement industry Includes techniques for recycling waste materials, the design of cool pavements, self-healing mechanisms, and key steps in energy harvesting

Superpave Mix Design

Superpave Mix Design
Title Superpave Mix Design PDF eBook
Author Asphalt Institute
Publisher
Pages 102
Release 2001-01-01
Genre Asphalt
ISBN 9781934154175

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Study of Lime Vs. No Lime in Cold In-place Recycled Asphalt Concrete Pavements

Study of Lime Vs. No Lime in Cold In-place Recycled Asphalt Concrete Pavements
Title Study of Lime Vs. No Lime in Cold In-place Recycled Asphalt Concrete Pavements PDF eBook
Author Haiping Zhou
Publisher
Pages 30
Release 1991
Genre Lime
ISBN

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Evaluation of Long-term Field Performance of Cold In-place Recycled Roads

Evaluation of Long-term Field Performance of Cold In-place Recycled Roads
Title Evaluation of Long-term Field Performance of Cold In-place Recycled Roads PDF eBook
Author Don Chen
Publisher
Pages 232
Release 2007
Genre Pavements, Asphalt
ISBN

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Cold in-place recycling (CIR) has become an attractive method for rehabilitating asphalt roads that have good subgrade support and are suffering distress related to non-structural aging and cracking of the pavement layer. Although CIR is widely used, its use could be expanded if its performance were more predictable. Transportation officials have observed roads that were recycled under similar circumstances perform very differently for no clear reason. Moreover, a rational mix design has not yet been developed, design assumptions regarding the structural support of the CIR layer remain empirical and conservative, and there is no clear understanding of the cause-effect relationships between the choices made during the design/construction process and the resulting performance. The objective of this project is to investigate these relationships, especially concerning the age of the recycled pavement, cumulative traffic volume, support conditions, aged engineering properties of the CIR materials, and road performance. Twenty-four CIR asphalt roads constructed in Iowa from 1986 to 2004 were studied: 18 were selected from a sample of roads studied in a previous research project (HR-392), and 6 were selected from newer CIR projects constructed after 1999. This report describes the results of comprehensive field and laboratory testing for these CIR asphalt roads. The results indicate that the modulus of the CIR layer and the air voids of the CIR asphalt binder were the most important factors affecting CIR pavement performance for high-traffic roads. For low-traffic roads, the wet indirect tensile strength significantly affected pavement performance. The results of this research can help identify changes that should be made with regard to design, material selection, and construction in order to improve the performance and cost-effectiveness of future recycled roads.

Journal of Testing and Evaluation

Journal of Testing and Evaluation
Title Journal of Testing and Evaluation PDF eBook
Author
Publisher
Pages 466
Release 2006
Genre Materials
ISBN

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Asphalt Cold Mix Manual

Asphalt Cold Mix Manual
Title Asphalt Cold Mix Manual PDF eBook
Author Asphalt Institute
Publisher
Pages 185
Release 2001-01-01
Genre Aggregates (Building materials)
ISBN 9781934154090

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